CONTACT INFORMATION Erstantie 2, VILLÄHDE FINLAND tel fax Product Marking

Transcription

1 2015

2 nstar Oy is family owned company fuonded in We offer Finnish steel products globally for concrete connections and composite structures. nstar s technical assistance is ready to help you in all questions concerning concrete connections. We are glad to help you also with your special connection problems. TE OF CONTENTS page 1. FSTENING PTES 3 2. NCOR OTS, SOES 9 3. RCKETS, S NGERS DIGON TIES REINFORCEMENT JOINTS IFTING NCORS CONY S JOINT 17 pprovals and Quality Control 8. CONSTRUCTION JOINTS 17 Our products are authority approved and the external quality control is handled by Inspecta Certification. nstar has certified quality and environmental management systems according to ISO 9001 and ISO Our production is certified according to standards EN and EN Products have Russians approvals POCC FI.СЛ and POCC FI.СЛ EM, FRME SYSTEMS RCING CONNECTIONS 18 CONTCT INFORMTION nstar Oy Erstantie 2, VIÄDE FINND tel fax Product Marking anstar@anstar.eu Products are marked with the manufacturers stamp, metal component type, approval and the week of manufacture. Specifications More detailed technical information about the products can be found from website Please ask for English version of product manual. Terms of delivery Prices VT 0 %, EXW Villähde Small billing addition ess than 100 's to order 10 + VT. Packaging Pallet will be charged 9 + VT. Returns Returns will be agreed case by case. Other terms In other respects, we follow Incoterms 2010.

3 FSTENING PTES SK-FSTENING PTES Y 5-EC-29 Code / t C weight M Rd M Rd T Rd SK SKR SKRr [kn] [knm] [ /piece] SK 50/ ,5 7,7 9,8 0,38 0,30 0,49 SK 100/ ,0 13,7 19,3 0,68 0,68 1,38 SK 100/ ,5 18,4 19,3 1,20 0,91 1,76 SK 100/ ,5 37,2 19,3 2,98 1,86 2,15 SK 150/ ,7 39,6 22,6 2,57 2,57 2,10 SK 200/ ,0 71,5 42,6 6,62 6,62 4,92 SK 250/ ,6 84,6 47,7 10,90 10,90 7,00 SK 100/300, 200/300 and 300/300 are delivered as K-fastening plates PTE NCORS SK S235JR+R S235JR+R SKR S235JR+R SKRr SK S235JR+R C t K-FSTENING PTES Y 5-EC-29 Code / t C weight M Rd M Rd T Rd K KR [kn] [knm] [ /piece] K 50/ ,7 13,4 15,8 1,71 0,30 0,72 K 100/ ,4 46,2 37,4 3,43 3,43 2,05 K 100/ ,0 50,5 38,6 5,15 3,43 2,61 K 150/ ,6 71,8 72,3 5,50 5,50 5,48 K 100/ ,4 68,2 70,7 7,33 3,66 5,77 K 200/ ,0 133,8 177,9 12,2 12,2 11,4 K 100/ ,8 120,0 115,9 18,4 6,13 12,7 K 200/ ,4 142,0 119,5 18,4 12,2 14,5 K 300/ ,0 151,2 123,1 18,4 18,4 17,1 PTE NCORS K S235JR+R 500 KR K C t K-FSTENING PTES Y 5-EC-30 Code / t C weight M Rd M Rd T Rd K KR [kn] [knm] [ /piece] K 150/ ,7 99,7 38,9 8,0 8,0 3,0 K 200/ ,5 94,2 38,0 10,6 5,3 3,2 K 200/ ,0 201,0 73,0 18,9 18,9 7,3 K 300/ ,7 177,0 71,5 28,4 9,3 8,1 K 300/ ,4 215,0 74,2 28,4 18,9 9,3 K 300/ ,8 231,0 77,0 28,4 28,4 10,9 PTE NCORS K 500 KR K C t

4 KP- J KJ-ONG FSTENING PTES Y 5-EC-30 / t weight KP/-J KPR/-JR [kg/m] [kn] [knm] =2000 KP 100/ ,6 79,4 23,4 37,4 KP 150/ ,4 93,6 27,6 37,4 KP 200/ ,2 97,1 28,6 37,4 KP 300/ , ,4 37,4 KP 400/ , ,4 37,4 KJ 300/ , ,7 58,4 KJ 400/ , ,6 58,4 KJ 500/ , ,9 87,6 KJ 600/ , ,6 87,6 PTE NCORS KP/KJ 500 KPR/KJR KP/KJ t = n*200 max J-EVY FSTENING PTES Y 5-EC-30 / t C weight M Rd M Rd T Rd J JR [kn] [knm] J 150/ , ,2 14,2 14,2 5,4 J 200/ , ,6 22,2 10,0 J 200/ , ,6 29,6 11,4 J 250/ , ,9 22,2 14,1 J 250/ , ,9 29,6 15,1 J 250/ , ,9 46,9 18,0 J 300/ , ,1 46,3 24,5 J 300/ , ,1 77,1 29,7 J 400/ , ,5 J 500/ , ,3 J 500/ , ,4 J 600/ , ,2 J 800/ , J 800/ , J 1000/ , J 1000/ , t PTE NCORS J 500 JR J C

5 KKT Y 5-EC-30 C weight angle size KKT 50 50x N u V u [kn] 14,1 16,3 =6000 N u KKT 80 80x ,1 16,3 KKT x ,0 25,7 NGE R NCORS KKT S235JR+R S235JR+R V u V u STNDRD STEE NCORS 100 C n*c 100 =6000 standard length VT Y 5-EC-87 t weight VT VTR [kn] VT ,5 35,2 - VT ,9 51,5 - VT ,1 89,1-30 t - available on special order PTE NCORS VT 500 VTR VT 23 and 24 Y 5-EC-87 S weight N 1Rd M 1Rd N 2Rd M 2Rd VT VTR VTRr [kn] [knm] [kn] [knm] [kn] VT ,8 14,9 0,33 3,7 0,10 9,7 VT ,3 26,6 0,72 6,6 0,24 11,6 PTE NCORS VT S355K2C 500 VTR VTRr M 2Rd M 1Rd 2 N 1Rd S VT Y 5-EC weight V 1Rd V 2Rd VT VTR [kn] VT ,9 92,2 17,9 6,7 - VT ,2 115,2 30,5 7,8 - VT ,0 198,9 43,6 8,8 - - available on special order V1Rd 150 V2Rd NGE R PTE (VT 27) NCORS VT S235JR+R VTR

6 VT 32 and 33 Y 5-EC-87 weight M Rd VT VTR [kn] [knm] [kn] VT ,3 22,1 1,9 21, VT ,3 34,1 1,9 33, available on special order 300 PTE NCORS 15 VRd VT S355K2C 500 VTR VTRr M Rd NRd 6 VT Y 5-EC-87 weight M Rd VT VTR VTRr [kn] VT ,3 15,6 1,0 10, VT ,8 24,2 1,0 16, VT ,9 11,2 0,5 10, VT ,5 20,4 0,6 14, available on special order PTE NCORS NRd 15 VRd 15 VT S355K2C 500 VTR MRd VTRr NRd 6 VT 38, -41 and -42 Y 5-EC-87 S weight M Rd VT VTR VTRr [kn] [knm] [kn] VT ,1 14,8 0,66 14,8 VT ,7 29,9 1,92 26, VT ,5 49,5 4,55 40, available on special order PTE NCORS N Rd MRd 20 VT 500 VTR VTRr MRd VRd edge distance S

7 VT 39 Y 5-EC-87 weight VT 39 0,8 C25/30 C40/50 C25/30 C40/50 VT [kn] 12,1 18,9 8,9 11,5 VTR PTE NCORS VT39, VTR39, N Rd V Rd VT 44 Y 5-EC-87 weight VT 44 1,4 C25/30 C40/50 C25/30 C40/50 VT VTR [kn] 49,9 45,8 18,3 16,8 70 N Rd 140 V Rd VT 43, Y 5-EC-87 C E weight V 1Rd V 2Rd M 1Rd M 2Rd VT VTR VTRr [kn] [knm] VT ,3 29,3 4,7 5,6 0,29 0,56 VT ,0 21,6 3,9 5,0 0,28 0, VT ,5 41,8 4,7 16,0 1,04 1, VT ,1 65,3 5,1 28,0 2,29 2, available on special order NRd PTE NCORS VT 500 VTR VTRr M1Rd 25 E C M 2Rd V 2Rd 25 V1Rd VT 48 Y 5-EC-87 weight M Rd [kn] [knm] VT 48 1,0 14,5 5,2 0,28 VT VTR PTE NCORS VT M Rd 320 VTR

8 VT 57 Y 5-EC-87 weight VT VTR 60 VT 57 6,3 [kn] 5, PTE NCORS VT S235JR+R 500 VTR * SKT Y 5-EC-87 S weight SKT SKTR angle size [kn] =6000 SKT 50 50x50x ,6 7,7 10,7 SKT 80 80x80x ,0 7,7 10,7 SKT 100x50 100x50x ,0 7,7 10,7 - SKT x100x ,6 7,7 10,7 NGE R NCORS SKT S235JR+R 500 SKTR UKT Y 5-EC-87 angle size weight UKT UKTR [kn] = UKT 50 50x50x5 26,6 1,0 10,7 UKT 80 80x80x8 62,0 1,0 10,7 UKT 100x50 100x50x8 58,0 1,0 10,7-200 UKT x100x10 94,6 1,0 10,7 NGE R NCORS UKT S235JR+R 500 UKTR n* =6000 standard length

9 NCOR OTS TP ND P FOUNDTION OTS Y 5-EC-63 PRODUCT and COOUR K M ø weight C25/30 DG [kn] TP M M P TP M ,7 62,2 3,7 TP M ,2 97,0 6,9 TP M ,2 139,7 10,9 K K TP M ,3 222,1 19,1 TP M ,0 386,5 36,7 - P M ,5 62,2 3,7 P M ,7 97,0 6,9 P M ,8 139,7 10,9 P M ,2 222,1 19,1 P M ,6 386,5 36,7 Rebars Rebar ø40 Nuts Washers 500 NF NS strength m8 EXTR ONG OTS P 20 P 24 P 30 ENGT = 1500 = 2000 = 1500 = 2000 = 2500 = 2000 = 2500 DG = 3000 P NCOR OTS Y 5-EC-63 PRODUCT and COOUR K M ø weight C25/30 DG [kn] P- M M P-P P M22 3x16 2,6 174,5 15,2 P M27 3x20 5,0 264,4 25,2 P M30 3x20 5,7 323,1 33,4 50 K 50 K P M36 3x25 10,0 470,6 52,8 P M39 3x25 12,6 562,2 64,6 P M45 3x32 22,5 752,2 88,7 P M52 3x32 27,2 1012,6 123,9 P M60 4x32 39,6 1340,0 168,3 P22P M22 3x12 3,6 174,5 15,2 P27P M27 3x16 6,7 264,4 25,2 M22-M52 P30P M30 3x16 8,0 323,1 33,4 P36P M36 4x16 11,8 470,6 52,8 M60 P39P M39 4x20 17,7 562,2 64,6 P45P M45 4x20 23,6 752,2 88,7 P52P M52 4x25 36,3 1012,6 123,9 P60P M60 4x32 70,0 1340,0 168,3 M36-M60 Rebars Thread part Nuts Washers 500 ImacroM strength m10 M22, M27

10 MP NCOR OTS Y 5-EC-63 K M ø U weight C25/30 DG [kn] MP M ,5 470,6 52,8 MP M ,8 562,2 64,6 MP M ,7 752,2 88,7 MP M ,3 1012,6 123,9 MP M ,8 1340,0 168,3 Rebars Threaded part Nuts 500 ImacroM strength m10 K 50 U Washers M ET ND ES FU CPCITY OTS Y 5-EC-70 K M ø weight C25/30 DG [kn] ET M M ES ET M ,7 136,5 10,9 ET M ,3 213,0 19,1 K K ET M ,0 349,5 30,3 ET M ,4 546,0 50,8 - ES M ,7 136,5 10,9 ES M ,6 213,0 19,1 ES M ,1 349,5 30,3 ES M ,0 546,0 50,8 Rebars Rebar ø40 Nuts Washers 500W NF NS strength m8 K SSEMY FRME Rectangular assembly frames for 4 bolts max cc 500/500 K 16, 20, 22 K 24, 27, 30, 36 K 39, 45, 52, 60

11 COUMN SOES K COUMN SOES for rebar bolts 1 1 E D1 T weight K ,9 62,2 3,7 TP16 K ,5 97,0 6,9 TP20 K ,5 139,7 10,9 TP24 K ,5 222,1 19,1 TP30 K ,0 323,5 30,3 ET36 K ,1 386,5 36,7 TP39 K ,0 517,2 50,8 ET45 C35/45 [kn] [ /st] NCOR OT Y 5-EC-16 COOUR yellow blue l. gray d. green d. gray orange l. green Plates nchors 500 E Rebar ø40 NF NS D1 E 1 T 1 PK COUMN SOES for strong P bolts Y 5-EC-64 1 E D1 D2 ø T weight C35/45 PK PK-M PK T16 T ,9 174,5 15,2 - P22 PK T20 T ,6 264,4 25,2 - P27 PK T25 T ,4 349,5 30,3 ET36 PK T25 T ,6 470,6 52,8 P36 PK T25 2T ,2 562,2 64,6 P39 PK T32 T ,0 752,2 88,7 P45 PK T32 2T ,2 1012,6 123,9 P52 PK T32 2T ,2 1340,0 168,3 P60 aseplate nchors Nuthouse 500 [kn] PK column shoe 1 NCOR OT l. blue black gray red braun purple white pink COOUR PK-M beam shoe D1 T C E D2 These standard shoes can also be used on the side of round or rectangular column by removing the roof plate and casting the column with separate nut house recess according to product manual.

12 MIDDE SOES K-KK and PKK Y 5-EC 69 ja E T weight C35/45 NCOR OT COOUR K20KK ,4 97,0 6,9 TP20 K24KK ,2 K30KK ,0 139,7 174,5 222,1 264,4 10,9 15,2 19,1 33,4 TP24 P22 TP30 P27 K39KK ,7 386,5 36,7 TP39 [kn] blue l. gray d. green orange PKK ,5 470,6 52,8 P36 PKK ,2 562,2 64,6 P39 PKK ,0 752,2 88,7 P45 PKK ,4 1012,6 123,9 P52 red braun purple white K-KK PKK T E T E W SOES S W SOES Y 5-EC-34 washer 1 2 T weight C25/30 S- NCOR OT COOUR [kn] S * ,6 62,2 P16 S * ,4 97,0 P20 S * ,4 139,7 P24 S * ,8 222,1 P30 S * ,0 470,6 P36P S * ,5 562,2 P39P S * ,0 752,2 P45P S * ,0 1012,6 P52P yellow blue l. gray d. green red braun purple white Plates Sheets nchors S235JR+R 500 washer S- T 1 2

13 RCKETS EP Y 5-386, -EC-66 SER TORSION TENSION T Rd -PI -P -K -K whole joint [kn] [knm] [kn] [ /2 pcs] COOUR EP red EP grey EP yellow EP green EP black EP blue Wedge with assembly arm EP-K-500 /2 pcs EP-S is column part for wall connections D1 arm wedge T12 EP-K EP-K EP-PI EP400S EP600S EP600PI EP600PI EP-P EP800S EP1100S 150 mm EP400S 150 mm EP600S 175 mm EP800S 215 mm EP1100S EP400PP 380 EP600PP EP800PP EP1100PP EP600PI EP600S EP-PS Fire protection plate EP-PS will be replaced with fire barrier foam etc. EP COUMN PRT TYPE weight EP-PI 1 EP1600PI (2 x EP800PI) EP2200PI (2 x EP1100PI) 1 40 EP400PI T20 7,9 EP600PI T20 11,3 EP800PI T25 16,4 EP1100PI T32 29, Plates Optim500M, nchors NEW: eam to beam connection. See manual. 3 EP EM PRT TYPE weight EP-P 1 EP1600P (2 x EP800P) EP2200P (2 x EP1100P) EP400P ,7 EP600P ,8 4 EP800P ,2 EP1100P ,5 2 5 Plates Optim500M, 71 nchors 500 3

14 EP RIDGE PRT C1 C2 C3 C4 C5 C6 weight EP400K ,6 EP600K ,6 C1 35 C3 EP-K C6 C5 EP800K ,7 EP1100K ,3 C2 45 EM OWER SURFCE C4 PTE Optim500M S NGERS OK S NGER FOR OOW CORE S Y 5-EC-65 C =1200 C OK OK OK OK OK OK Plates nchors 500

15 FCDE NCOR R facade panel and masonry support Y 5-EC-72 OWE ODS INT RN RK RS RR RM RK RQ RT RMK 7 kn RM16 RK16 RQ16 14 kn RM16 RK16 RQ16 24 kn RM20 RK20 RQ20 (=3000mm) RN RK RS RR RM RK RQ RT RMK Prices for connection, where S + U = = 230mm (see picture below) R FCDE NCOR S U MSONRY SUPPORT RN RK RS- RS- RK RQ RR RM- RM- RT RMK (90x120) 150 c/c 150 ll parts are stainless steel. = 3000 mm

16 DIGON TIES D DIGON TIES Y 5-EC-80 Standard products [ -] D (2700) D (2700) D (2700) D (2700) D (2700) Recommended insulation D [ /m] DR 5 5 noin D (2700) D (2700) D (2700) D (2700) D (2700) Diagonal External bar Internal bar D K DR DM K 500 K Prices applicable with full pallets (min. 400 pcs) REINFORCEMENT JOINTS RJ Y 4-EC-1 Threaded joint for full rebar capacity! COOUR ø1 M ø2 ø3 EC RJ- RJ-R RJ-T [kn] RJ16 yellow ,4 RJ20 blue ,5 RJ25 black ,5 RJ32 gray ,5 RJ40 on request M Rebar Sleeves 500 MoC 210M or ImacroM sk tender for rebar tension rods RJ- 1 RJ-R 1 2 RJ-T 1 2 RJ- = order length IFTING NCORS N IFTING NCORS t d weight OWE OD ifting angle 0-20º ifting angle 0-30º work shop primer painted t Y 5-360M1 N25-V, N25-O N40-V, N40-O N60-V, N60-O Rebars Profile Steelplate , , ,0 500 concrete K20 concrete K25 25 kn 60 kn 25 kn 40 kn 40 kn - colour N25-V N40-V N60-V N25-O N40-O N60-O d Oval hole for 5 or 8 tons hoist lock

17 CONY S JOINT VTR 51 ND 52 CONY S JOINT Y 5-EC-87 weight VTR 51 3,3 VTR 52 0, N u = 26,4 kn V u= 6,9 kn M12-45 Plates, square bar and rebar Nuts M12 and washers VTR VTR < 400 CONSTRUCTION JOINTS CONSTRUCTION JOINTS sk for tender! -EM, FRME SYSTEMS -EM Y 5-EC-23 -beam is composite steel/concrete beam system designed by nstar Oy. nstar s complete service includes strength calculations, manufacturing, concreting of the beam and carriage to the site. eams are dimensioned and priced individually for each project. sk for tender! suspension bar anchors into surface concrete preconcreted beam is already stiff while assembly fire resistance up to 180 minutes STNDRD EMS WIT SURFCE CONCRETE Reinforced surface concrete acts as composite structure with beam anchor bar into slab seams OWERED EMS WITOUT SURFCE CONCRETE eam steels are protected by seam concrete EDGE EM e.g R MIDDE EM e.g EDGE EM e.g Rm 20 C200 C265 C320 C370 C400 C

18 RCING CONNECTIONS EVY DUTY OT CONNECTIONS FOR CONCRETE FRME RCING DE D DK DE ORIZONT ROD CONNECTION D T M ø weight ( = 600mm) C35/45 T DE-P Y 5-EC-68 [kn] DE20P- column width , DE24P- column width , DE30P- column width , DE36P- column width , thread M Plates nchors Sleeves 500W MoC 210M D D TRUSS CONNECTION Y 5-EC-68 Truss connection orizontal rod connection C35/45 C35/45 C35/45 C35/45 T M ø1 ø2 weight [kn] D250P , ,5 20 D350P , ,5 30 D500P , ,9 40 Plates and tubes nchors Sleeves 500W MoC 210M D-P1 2 thread M 1 T DK DIGON ROD CONNECTION Y 5-EC-68 Normal force of diagonal rod Connection resistance α = 0-60 α =60 α =0 M weight N d C35/45 DK thread M [kn] DK , DK , DK , DK , DK , Plates nchors 500W Sleeves MoC 210M

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